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30• <br />MIN. EACH WAY <br />FOOTING <br />STEEL REINFORCING IN GROUTED <br />? STEEL REINFORCING IN GROUTED <br />MMONOL11HIC <br />SEE PLAN FOR SIZE AND <br />a CELL SEE PLAN FOR SIZE ANDSPACING <br />.CELL <br />REQUIREMENTS <br />g SPACING REQUIREMENTSGARAGE <br />DOOR <br />RECESS <br />NS <br />H 8" CMU WALL <br />b <br />�, 8" CMU WALL <br />I .. I, CORNER BARS, SAME SIZE AS LARGER BAR <br />IN FOUNDATION WITH 30" LEG EACH <br />9. <br />ti <br />b � +- dam' <br />° >I W. <br />- d WAY AT ALL CHANGES IN DIRECTIONS <br />m <br />+_ d-0" <br />TOP OF SLAB <br />I ... SO THAT THE STEEL REINF. IS CONTINUOUS <br />m <br />TOP OF SLAB <br />' .-�; <br />MATCH AMOUNT OF CONTINUOUS BARS <br />e ° <br />CURB FOR <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />EXT. PORCH SLAB 4" CHAMFER (I -STORY) <br />.'-, <br />.I / '' -VARIES <br />< LLLddd SEE SLAB SCHEDULE TOP OF GARAGE <br />LI ILL <br />CONTINUOUS STEEL MONOLITHIC <br />° FOOTING REINFORCEMENT SEE SCHEDULE <br />UMASONRY <br />NITS SET <br />rto. AT ELEV: <br />W/ 1/2" IS 6' CHAMFER (2-STORY) #3 18" <br />JOINT (WHERE #4 24",� <br />EXT. PORCH SLAB 4" CHAMFER (1-STORY) <br />W/ 1/2' ISOLATION 6"CHAMFER (2STORY) <br />APPLICABLE) i SEE SCHEDULE i� 3C <br />JOINT(WHERE - �. <br />APPLICABLE 4 SEE SCHEDULE <br />) <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR wxD, BAR SIZE <br />#6 36" <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />!.� AND BAR QUANTITY <br />ti AND BAR QUANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 42' <br />- <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 SCALE:34"=1'-0" <br />2 SCALE'34"=1'-0" <br />CORNER BARS DETAIL <br />DOOR OPENING <br />@ GARAGE <br />r3 <br />(1) #5 REBAR VERTICALLY W/ CONC. <br />w POURED CELL <br />o a 8" CMU <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />5 #4 REBAR @24" O.C. CENTER OF <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />$ SLAB <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />a O x,0 <br />I <br />WALL W/ SYP <br />I I <br />2" CAPPED <br />NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT. PLATE TO SLAB W/ <br />GALVANIZED PIPE <br />S m SECURED W/ 2- PART <br />SPACING. SINGLE BTM. PLATE <br />12'k9" WEDGE ANCHOR W/ 2' <br />W/FLANGE @ BASE <br />O u EPDXY. MIN. EMBED <br />5 <br />TO BE PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />d 8", UNO <br />PLATE <br />EPDXY 5-112" EMBED. MIN, C 16" OC <br />. <br />§ <br />a FOLLOW ALL MANF. <br />SIMPSON SPH4 OR SPH6 MAX <br />4" CONC., REINF. W/ <br />SPECIFICATIONS FOR <br />BTM AND TOP PLATE <br />paa 6"x6" #10 VWVM ON <br />M <br />{ <br />I USE AND <br />ANCHORS W/ 10tl x 1 1/2' <br />-MIL POLY ETHYLENE <br />SECURE FLANGE TO <br />PREPARATION OF <br />w p 4• 4• <br />COMMON NAILS FILL ALL <br />VAPOR BARRIER ON <br />SLAB W/(4) 1/4" X 21/4" <br />HOLE. <br />HOLES, DO NOT USE 10d H <br />WELL -COMPACTED <br />TAPCONS <br />x 3" W SEE SLAB SCHEDULE <br />CLEAN FILL TERMITE <br />}' <br />a <br />_ <br />11111 TREATMENT SHALL BEQO <br />+ - 0' 0 <br />BORA-CARE <br />' u' <br />1 <br />Qy <br />Q. <br />TOP OF SLAB e <br />CONT. #4 REBAR <br />< (2) uFm <br />4"CHAMFER (1 STORY) <br />.. <br />f <br />6" CHAMFER (2STORY) <br />Q <br />a <br />•. <br />(2)#5 REBAR ON CHAIRS <br />• . . �'. <br />12' MIN. DEPTH INTO 2,000 PSF VIRGIN SOIL OR 95% <br />EQ. Ea. SEE SCHEDULE <br />g j COMPACTED SOIL <br />VIRGIN OR ENGINEERED SOIL O <br />" O <br />SLAB HEIGHT LESS THAN 3'-6" PER PLAN <br />5 BOLLARD <br />SCALE: 3/4"=1'-0' <br />ADDING BAR TO <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />INTERIOR CURB FOUNDATION WOOD WALL <br />EXTERIOR MONO DEEP <br />MONOLITHIC FOUNDATION <br />6 <br />SCALE'3/4"=T-0" (WI UPLIFT) <br />FOOTING W/ BLOCK WALL <br />SCALE:3/4"=1'-0' <br />1 A <br />SCALE 3/4"=T0" <br />LAP TOP PLATE A MIN. OF 48" — <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />OF WALL W/ PLAN <br />LAP TOP PLATE A MIN. OF 48' <br />AND NAIL W/ 16d COMMON <br />STEEL REINFORCING IN GROUTED <br />LAP TO OCCUR OVER STUD <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />WALL W/ SYP No 2 STUDS SEE <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />i <br />PLANS FOR SPACING. SINGLE <br />WALL W/ SYP No 2 STUDS SEE <br />E <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. SECURE BT. PLATE 70 <br />o a <br />SLAB W/1Od MASONRY <br />SLAB MASONRY NAIL <br />a <br />NAIL 1Z' O/C STAGGERED. <br />PROVIDE DBL. TOP PLATE <br />C STA <br />12' O/C STAGGERED. <br />ADDITIONAL METAL <br />j //REQUIRED <br />ADDITIONAL METAL <br />O h <br />CONNECTORS NOT <br />WHEN NO <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />R 8" CMU WALL <br />POURED LINTEL CONT. (TYP.) <br />UPLIFT IS PRESENT. <br />H <br />UPLIFT IS PRESENT. <br />_ <br />'% <br />'rp•, 8"CMU FILLED CELL (TYP.) <br />TOP OF SLAB <br />la - <br />SEE SLAB SCHEDULE <br />.. 2X WALL FRAMING <br />+- 0'-0" <br />SEE SLAB SCHEDULE <br />"ti;. 1/2" DIA. SIMPSON ST82 BOLTS 5" <br />TOP OF SLAB ��. <br />SEE SLAB SCHEDULE <br />i <br />MINIMUM EMBEDMENT INTO <br />+. 0'1Y' <br />GROUTED CELL, 4" FROM ENDS AND <br />TOP OF SLAB <br />"ISOLATED" COLUMN PAD <br />16' O.C. VERTICALLY MAX <br />—° <br />_a <br />b CENTERED UNDER WALL AND <br />a_� <br />< <br />— POURED MONOLITHICALLY WITH <br />r FOUNDATION AND SLAB <br />e <br />J ° <br />SEE SCHEDULE' <br />SEE SCHEDULE <br />, FOR WxD, BAR Sill <br />FOR WxD, BAR SIZE <br />./ AND BAR QUANTITY <br />EQ. EQ. SEE SCHEDULE <br />AND BAR QUANTITY <br />/Ali <br />FOR MD, BAR SIZE <br />ANDBAR QUANTITY <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />$ INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR FOUNDATION WOOD WALL <br />�)..ALE:3/4"=1'-0" (NO UPLIFT)00 <br />�OOTING AND COL. PAD <br />10 SCALE: 3/4"=1'-0" <br />BLOCK WALL CONNECTION <br />11 SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=1'-0' (NO UPLIFT) <br />L441 N. RONALD REAGAN Bl <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />O <br />it <br />BUDDIV. ac LOT: <br />ABBOTT PARK <br />LOT #22 <br />BLK #11 <br />PROJECT# <br />04181.000-22111 <br />MODZT- <br />4EBB <br />"1828-CALI" <br />GARAGE STI MO: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />DA 09/21/21 <br />9CAL.E: 1/4"=1'-0" <br />81-IEET <br />s1.1A <br />